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L rf.Adl <br />1.1 <br />- #10 SMSl- covER PANEL @ 6' 0/C <br />7 /.1 <br />1' 0.024'- - --0.024* <br />75' <br />12 (t= <br />F 16 Ga <br />610.28 -- <br />3' <br />6 5/8' <br />2.000 <br />--SEE TABLE 4.10 4,656 1.000 Live MAX "L" FOR TOP 0.240| <br />Load ' Wind Speed OR SIDE MOUNT72/- ENCLOSED IN ps,)and Exposure .16" 0/c_ 24"o/cDETAIL N30 --Ill 0,0750 <br />85 mph Exp BTYPICAL 10 204"13'-7" <br />-74 3.-90 mph Exp B - 18'-3"12'-2"0.105') or <br />105 mph Exp B 13'-8" 9'-1"<t= 0.059')t= 0.030' ALUM <br />= 0,040' ALUM Iimil --illegill-110 mph Exp B 12'.6"8'-3"1 =0,041' STEEL C 3' SQUARE COLUMN 85 mph Exp C 14'-9"9'-10" <br />0.875" TYP. I - 4,043 · NOE 90 mph Exp C 13'-3"8'-10"(3004-H34 ALUM. ALLOY)POSTS MAY BE mIMMED ./FLEX 20 x 6.5' SIDEPLATES -1 20 105 mph Exp C 9.-10"6'-7"(3004-H34 ALUM. ALLOY)ALUM. FACING./ STEEL "C" -CHANNEL HEADER CALIFORNIA FASCIA 110 mph Exp C 9'-0" 6'-0" <br />- (STEEL A-653 Fy=50 KSI) -(ALUM 6063 T6) -3" ALTERNATE POST SIDEPLATE CONNECTION DETAIL <br />TOP MOUNT BRACKET NOT ALLOWED( N 1 1) (3105-H25 ALUM. ALLOY OR IN SNOW LOAD AREAS <br />- A-653 Fy=40 KSI STEEL)SEE GENERAL NOTE #9 FOR <br />CORROSION PROTECTION <br />- 3' x 3' METAL POST r #14)(1.5" SCREWS <br />5 PLACES 1.5-1-1 12[0.125' <br />SELLENERAL.NOIE_12 | - 0.21' STEEL (FY - 33 KS)EXISTING EAVE rTDF WOOD FRAMING <br />BRAO<ET IS LOW VIDE <br />/ ,- EIGHT #14 SMS Lgs-zn r | '00 >501 1.5' 7 <br />Izi li li h -STRUCTURAL PANEL <br />r Ze LEDGER BOARD (Doug Ar)TWO 3/8' X5' LAG SCREW DETAIL N8 ALUM 7 SEE GEMNAL NOTE #23 0.125»x 1.5'x 1.5t <br />W/ 1'0 STEEL WASHER 04 -PANEL I #141,1.3 Ior-1 /STEEL (Fy = 33 KSI)'-14/43/4. eONE ON EACH SIDE - <br />\ 00 21-*140#-\BRACKET. 1 ' SPACING <br />OF POST THESE DETAIL- *-- ' -----X L-f 0.5 BETWEEN SCREWS // <br />TO 110 mph E)ALTERNATIVE EAVE ATTACHMENT100 mph EXP I 2x DF LEDGER BOARD -/sEr,ABLE 78.J L SIDE MOUNT BRACKET- DOUGLAS FIR FIR FASTENERS -1, MIN GAP H ,LUMBER FLOOR ALL HOUSE PENETRATIONSBETWEEN -'Kr-JOIST OR HEADER <br />LEDGER AND ROOF MUST BE COMPLETE <br />TO ALLOW DRAINAGE PERMANENTLY SEALEAVE OVERHANG AND 'L' MUST <br />ATTACHED STRUCTURE POST <br />TOP MOUNT BRACKET ALSO COMPLY WITH DETAIL 1 C,AsionS72*x -TO DECK FLOOR JOIST /79<S ...42*« / <br />b AKE LIMU-6*..__ <br />4 1 EAM/6 <br />NOV 5 <br />E p 121 <br />0. 1 E <br />O€ESS/044 <br />2012 <br />10 <br />6 <br />,231 <br />1.En <br />0.024" OR m----& <br />0.040" TrP. - ASTM A500 GRADE <br />1 3" or 4 or ' - STEEL POSTALUM SQUARE POST |SEE GENERAL NOT uci 20 2011-0.024' 3004H34 R=1937 (N 1 71 <br />=0.040' 3105H26 1 / rp. -#9 FOR CORROSIC SUITE 100Nk:g§}&0 Bkineriniax 5208 TENNYSON PARKWAY <br />PROTECTION ires 9/3ollu BUILDING PRODUCTS, INC PLANO, TEXAS 75024 <br />1 3' or 4' -]DRAWN BY: TrPE <br />BEJ/CP <br />SCALE: <br />NTS -E:Component Parts & Connection Details <br />ICC ESR 1398 (2009 IBC) 10/11/2011 va=ssgss'- cngineer's Stamp NTE FILE':SHEET:Page 41 of 60 for Newport Patio Structures <br />NP02-2009 2 of 4 <br />iil <br />AFT <br />- 2,5' - <br />-2.- <br />3' <br />/ /¥T 1 0